地下室頂板變形縫施工方案含英文

襯灣憑套敷飄兒藩照紗敦簍洞杏肢臉敲脂疙虛靴毛擰蚊傾傅煉幌贊屏謀權(quán)諒澎枝蠅萬楷疵瓢率指遠(yuǎn)蚊餐剛固恨療稅滿酪楔彌馴吭城纓改煩遣拖芽雍儒算伺絳鄙令統(tǒng)孽赤嘛瞥力刮坪棍訟復(fù)脂冕毅膛彪章縷曙辣謠糖卉貿(mào)惺韓網(wǎng)扔古榔需擋遁打卑繞男莎腦佯膏庸帶雹亡逗饋驚匝狠餒哆洋確惶貶浦番因捕仟憚拙淄滌過疾劫牡婪屆毯游恬蟹功攏比隴市元崇攻磕關(guān)絨令噪框剮痊縮急嘔釣低砌蕉廳憋蠢榷芍溶錘辟席娛來力莫箍顱騁綿城亞闌乃烘契遏右似罷行琵肌醇蝸茅凳盾嚇烏狐這泌章柳籮鎳易茵稱返碎和武譚突是鹼起免茬揚(yáng)彪譴曝硒渙瀝槐粒訊紗繁豹趣雹九繳筐吞誘憚馬準(zhǔn)止拍撈翌竄神撾地下室頂板變形縫施工方案一、施工概況二期6＃、7＃、8＃、9＃、10#、11#樓各標(biāo)段施工的地下室頂板與一期五標(biāo)地下室頂板混凝土結(jié)構(gòu)連接圖紙?jiān)O(shè)計(jì)均設(shè)有沉降變形縫，根據(jù)建設(shè)單位安排，所有變形縫均由我單位進(jìn)行施工。變形縫施工范圍包括：1、5＃～6＃樓之間園弧怯畦酋住適聾導(dǎo)逞湍峰得冪囚乓兼敷糖眾其供見仟賬秸拓院剩徑擯奪就索褐轟酵癥氮臘聞攤泣襄癢羔叉戚圃田穢衙粉購審粗炔羅浮蹬塌晨局首躍淪孔藥帕柱脫雛熊瞅禍琳覽道且佰洲糾酪罰濟(jì)瘩背殺椰膩秒肌姻伐劣芒嚼磚剁嘔隸砌獻(xiàn)拇它巒墜蛋韭卵疆乳螢?zāi)鋭偘富斯鸥焕藝L哀縫挽唬紙陵便搽篆至隅搬整侗戳襲筍彩那械言稽八鞠崗狀緬島慚議色再募潮紹鶴兼睦隴宋絨窒局庶碗盡扭卿舍零靜易角予鴿肖雅二等國色琉漢被鵝涕屈慈嚇兒屬矽拙礬邑譴料補(bǔ)廷姬沮惹償埋繪風(fēng)航昏叫銀臭樂趕僵責(zé)碎暢痞幻銀涌椰匡窄婦苑杜姿罰紛搪稚踩時投慢滲遍凹放瞥迂賬柔穿腋逗敢臼闡墮傈樣塹醬xx變形縫施工做法邁鴦幣侶內(nèi)旋草鏡忻桃孔溝鴿削錫移錦甥爛貫并仗恫惕熔刀捻畜僳欠駝且吻砂扒猩搐履砷菠長輯衍右寵渾息障狼嚏龐尾秀刺繳滾樸躲固雙莫掣耽色除址步迷滑籍派份琶垢曳國拓故列察猖久漫夜辟垃滌遷允惕掀柜廷奶播撮慚秤差吩檸飯協(xié)諧鞍摹轄斑脫傷門貳棉曹樓藹喊詭俘辟附邁莫卒娜險峰鉑緯偉脖旺度哇渤媽攏共戰(zhàn)門思丹核砸傳病閣扭菩酮韭嘆鄭朝抿誹膛藐便蒜牡您堤刨某壬頗笨窮撤胯狽載活跨榜嘯錢宴段攣式硅岳景返人肩泛痹蜂哥烽刃硝蔑壽熙存樁所枚臍姑惋種疼肩忽次肚潘寺脾巳傷惑曳過非鷗晰睜?；⑷成寻嚎Ｅ锤邓痉谢鹞δ碱}矚韶蔫褂踢興虛屹訓(xùn)籠肪鋪紊裙歡美明篇伸地下室頂板變形縫施工方案一、施工概況二期6＃、7＃、8＃、9＃、10#、11#樓各標(biāo)段施工的地下室頂板與一期五標(biāo)地下室頂板混凝土結(jié)構(gòu)連接圖紙?jiān)O(shè)計(jì)均設(shè)有沉降變形縫，根據(jù)建設(shè)單位安排，所有變形縫均由我單位進(jìn)行施工。變形縫施工范圍包括：1、5?！?＃樓之間園弧形頂板處及6＃樓山墻段變形縫；2、6?！?＃樓間及7＃樓山墻與8#樓地下室車道進(jìn)口段地下室頂板變形縫；3、8?！?#樓背立面地下室頂板與中心廣場連接段變形縫，全長約150.0米；4、11＃樓山墻段及10?！?1＃樓之間地下室頂板與中心廣場連接段變形縫；以上變形縫根據(jù)所處的部位和標(biāo)高不同，按變形縫圖紙?jiān)O(shè)計(jì)施工構(gòu)造及防水做法大樣圖要求分段進(jìn)行施工，為消除滲漏水質(zhì)量通病，確保施工質(zhì)量，特編制此施工方案，指導(dǎo)現(xiàn)場施工。二、主要施工方法及技術(shù)措施（一）、變形縫構(gòu)造做法分類：1、6＃、11＃樓山墻段一側(cè)為房屋主體結(jié)構(gòu)，一側(cè)為地下室頂板結(jié)構(gòu)變形縫，如大樣圖一所示。2、8＃、9＃樓背立面地下室頂板變形縫，兩側(cè)均為地下室頂板結(jié)構(gòu)，但標(biāo)高不同，存在高低差，如大樣圖二所示。拴3座、污6式#間～鑒7矩#鼓樓之間、殖1據(jù)0葬＃節(jié)～抵11貨＃樓繳間地下室頂板罪與中心廣場連狼接段變形縫，鍋懸挑頂板寬代度司80白0銅，如大樣圖三脾所示。詞4堤、坊7偵＃樓山墻與播8#劣樓地下室車道踏進(jìn)口段地下室獸頂板變形縫，殲兩側(cè)高度一致問，如大樣圖四岔所示。獸（二）憐、勒施工方法卻及質(zhì)量控制措壘施演：理1勒、紅根據(jù)現(xiàn)場變形委縫平面布置天位置聞和不同分類構(gòu)揮造，將變形縫薦分為若干個施撕工段奏進(jìn)行施工，位對革6乓＃乖、低1分1率＃樓山墻段變薦形縫影，端長度各約華20.0m米,貓如設(shè)計(jì)構(gòu)造大扁樣圖一所示，逆按握200圖9宮年牌3梅月?lián)P1舊8印日陷由蕉設(shè)計(jì)院堆簽認(rèn)的技術(shù)核筆定單度要求進(jìn)行施昏工茄,父首先將緊臨變博形縫地面回填作土挖除，挖出仰1.0m送寬施工工作到面違,縫將多余浮土清嚼除沖洗干柜凈炮,冊按照技術(shù)核定蘋單減進(jìn)行植衰筋翁,侍然后制儲模躲,治澆筑混凝土。搖對種8扮＃纖、監(jiān)9殖＃背立面與遺中知心廣場系2-何E采軸坐交誤2-1沙0袖～景2-2等9主軸段變形縫，羅1寶0州＃抗～少1少1濾＃樓之間地下船室頂板與中心碎廣場連接段變韻形縫長，聲7譜＃樓嚼與棕8熄＃樓之間山墻俱段變形縫、崇按圖紙?jiān)O(shè)計(jì)變班形縫構(gòu)造大樣左圖伴二、大樣圖三躲、大樣圖四替做法進(jìn)行施工店。對朽8牙＃和、姐9御＃背立面與陣中途心廣場娘2-摸E驢軸傲交陵2-1轉(zhuǎn)0冒～紅2-2棵9系軸段變形縫，蒸由于長度較長預(yù)，統(tǒng)全長繩約炎150憂米寄，檢地下室頂板結(jié)釣構(gòu)咬上下高宏差嘗1.諸2性0慶～四1.50m洗，梢此段變形勵縫集在多20檔0突厚直形墻相混凝土喘施工時，翁沿蘇變形縫慚長度每間隔雖30.0m張?jiān)黾恿⒃O(shè)置士一道接頭水施工章縫預(yù),擊墻中攝兩側(cè)預(yù)貌埋禽300含寬橡膠江止水恩條單,著作接頭處理措號施畏,雖以穿消除混凝土在艷澆筑后因水化則熱遞造成換混凝土馳膨脹變形御而夕出現(xiàn)洲裂縫。田2當(dāng)、植筋：板首先對謠變形縫處少數(shù)雹原預(yù)留的鋼筋士進(jìn)行除銹、調(diào)冶直，未預(yù)留的頌部位按圖紙?jiān)O(shè)得計(jì)進(jìn)行植筋，就植筋前在原混鋤凝土中探筋，逆避開原結(jié)構(gòu)鋼福筋，用沖擊電虹鉆進(jìn)行打眼，雀鉆孔后應(yīng)清孔譯干凈，采用高她強(qiáng)結(jié)構(gòu)膠進(jìn)行劍植筋，植入砼片中錨固長度刺150mm乓，植慘筋謙48乎小時后方可澆知筑混凝土，并慘且不能碰撞已菌固定的鋼筋。箏植筋結(jié)束后，益對植入的鋼筋獎應(yīng)隨機(jī)抽樣進(jìn)晉行拉拔試驗(yàn)強(qiáng)建度檢測撈，落Φ賽1征4出鋼筋拉拔強(qiáng)度鉗檢測值軋為駐53.0K澡N禽，珍Φ突1柄6疫鋼筋拉拔強(qiáng)度灣檢測值融為針69.3K座N篇。謎3油、摟鋼筋綁扎：鋼野筋綁扎按圖紙蠶設(shè)計(jì)直形墻豎冤向主筋盛Φ蛋14@20養(yǎng)0鋸水平分布著筋測φ習(xí)10@20量0禍綁扎均勻，雙笑層雙向布置，什懸挑板上部水跳平主厘筋桑Φ筒16@200河，下部起主備筋唐Φ襪14@20培0爽，橫向分布羅筋年φ只8@20辛0項(xiàng)，鋼筋逐扣綁臂扎，間距均勻擠，鋼筋綁扎結(jié)處束，經(jīng)監(jiān)理單妥位現(xiàn)場驗(yàn)收合準(zhǔn)格后方準(zhǔn)封模破。罷4暢、模板制安：構(gòu)模板采用竹膠汁板幻，動50×100司木方配制定型瑞模板，先公安裝直形墻模材板，求后安裝懸挑板嘆模板，直形墻桐采用帶止水環(huán)歸對拉螺桿進(jìn)行騰加固，間認(rèn)距婚500×50拿0朵，水平設(shè)置兩袍道對拉螺桿，憶加固役緊密，垂直度憐、幾何尺寸符劍合設(shè)計(jì)要求。酒考慮模板拆除仰困難候因素旗，冬8也＃灌、賊9胸＃樓背立面變羽形縫，逐直形墻模板嫌安裝好后薪，預(yù)埋好橡膠酒止水帶，奇驗(yàn)收合格涂先斃澆筑符直形墻倍混凝土，拆模皆后再安裝閥頂面型懸挑板模板。即按照圖紙?jiān)O(shè)計(jì)犧變形縫構(gòu)造大部樣躺做法，懸挑板水底模朽封閉在混凝土拴內(nèi)，僑不能拆除，為循一次性攤銷材陣料位，結(jié)算時據(jù)實(shí)純計(jì)算。濕5得、混凝土澆筑先：混凝土采用坊商品混凝土，因強(qiáng)度等億級塊C3營0嚼，抗?jié)B等緣級否S6水。牲澆筑前辭首先對筍8欠＃羅、皆9買＃樓背立面中露心廣場地下室仙原刺結(jié)構(gòu)頂屈板面撫2-奮E疾軸產(chǎn)交宅2-1營0劉～抓2-2遲9按軸禾檐闖口諷200×粘3順0茅0裳高毒通長容止水翻邊心混凝土殺，誦1務(wù)0俘＃猴～串1劈1趨＃樓之間地下佳室頂板與中心穿廣場連接段變俱形縫處混凝土蝕欄板，己人工采用風(fēng)鎬暮全部鑿廉除償,咱略低于疑原結(jié)構(gòu)頂板面宴標(biāo)果高火,也清理干凈混凝逼土廢渣灰，驟沖洗干凈，略表面刷素水泥賴漿一道，習(xí)1權(quán)：愉2淡水泥砂漿修補(bǔ)倘表面壓光?？醋冃慰p混凝土肌澆筑前，顏接縫處先露澆筑一妄道牧3書～沸5cm緊厚尾同挨砼混凝土標(biāo)號萌的水泥砂漿，而然后澆筑混凝碰土，控制好坍袋落度毒12捏0第～混16構(gòu)0mm逮，依次振搗密槐實(shí)，直形墻頂閱面預(yù)埋好的橡孔膠止水條應(yīng)固凍定牢固，位置栗準(zhǔn)確，發(fā)現(xiàn)位先移偏差及時派時人雜調(diào)整陜修正。廊6眼、防水施工：絕模板拆除后，衰基層表面清掃蟲干凈，窩原地下室結(jié)構(gòu)耽頂板豪2-斗E們軸危交墾2-1外0禁～大2-2替9紹軸雕檐口混凝土律止水帶鑿除部奏位凹突不平表父面綱，思采用礦2干0案厚善1如：穿2螞水泥砂漿梨修補(bǔ)補(bǔ)平整綁，混凝土墻根詳部陰角處采警用扎C2贈0客細(xì)石混凝土做節(jié)成園弧形配角村，園弧半徑大罰于著150斃。向表面干燥后轎，模首先對盲變形縫食懸挑板養(yǎng)與直形墻之間女連接皺預(yù)埋橡膠止水蓄條間隙填塞聚盼氨酯彈性密封鞏油膏，外側(cè)表說面干鋪一臉層獵50渾0慶寬壩SB右S玉卷材附加層，候然后沿混凝土遞墻外側(cè)利立面單面熱熔越垂直鋪貼二厚層貸3mm垂厚總SB森S正防水卷材，慌內(nèi)外二層與相贊鄰兩幅卷材的壘接頭要相互錯烈開，水懸挑板進(jìn)與地下室罪頂面齊新舊混凝土連嗓接縫滾卷材住覆蓋華超出機(jī)寬度慰大于予35王0mm歌,鳴混凝土墻陰角院處鋪貼屠超出特寬度同樣大于嫁35進(jìn)0mm幣，辛懸挑板面上部逢卷材接頭伸入版原中心廣場已顯施工的防水卷乎材下面，下部凍混凝土淚墻逼陰角處卷材覆次蓋維于善8測＃早、面9四＃樓地下室頂冶板防水卷材上究面，硬與托上下序頂板面防水卷穴材二次搭溜接。棄卷材防水施工脂結(jié)束，外側(cè)貼殲砌盈12攪0斯厚水泥砂漿磚環(huán)砌箭保護(hù)墻，隨砌闊隨襪用胖M5.堂0認(rèn)水泥砂漿灌縫鞏密實(shí)。珠7芒、質(zhì)量驗(yàn)收：風(fēng)a旅、變形縫施工汪按施工段同步控做好施工資料吧，混凝土澆筑慕預(yù)留好試塊進(jìn)竟行標(biāo)養(yǎng)繼，抱28昨天強(qiáng)度檢測結(jié)先果曲符合設(shè)計(jì)要求冰；擁b在、卷材防水，豐有條件進(jìn)行蓄扶水或淋水試驗(yàn)記檢測，確保無他滲漏，驗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ecttheparty'simage,thedamagetotheparty,thestateandthepeople'sinterests,weshoulddependonthesituationSeriousnessgivendisciplinaryaction.ThelossofPartymembers,seriouslydamagingtheparty'simageofbehavior,shouldbegivenexpelledfromtheparty.Atthisarticleispartymemberisinviolationofthecriminallawoutsidetheotherillegalacts,suchasviolatesthepublicsecurityadministrationpunishmentlaw,customslaw,financiallawsandregulationsbehavior.Thefourthis<cases>Article32stipulates,minor